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PROPOSED HARDCOVER CALCULA TIONS:
<br />Area of Lot =
<br />19,604.34
<br />S. F.
<br />Key to
<br />Survey
<br />Hardcover Items
<br />Total (Square Feet)
<br />A
<br />House
<br />2,J15
<br />S. F.
<br />B
<br />Driveway
<br />561
<br />S. F.
<br />C
<br />Stoop
<br />61
<br />S. F.
<br />D
<br />Patio
<br />534
<br />S. F.
<br />E
<br />Cantilever
<br />10
<br />S. F.
<br />F
<br />Conc. Walks
<br />35
<br />S.F.
<br />TOTAL
<br />3,516
<br />S. F.
<br />Z HARDCOVER
<br />17.9
<br />z
<br />S
<br />40
<br />Cn
<br />155.60
<br />Building Permit Survey
<br />962.96 9
<br />Retaining Wall-..., 6sr>
<br />-*&- o
<br />House I -
<br />5.37
<br />I
<br />N, 959.47X 962.63 962.98
<br />10
<br />964
<br />-N line oft \lock 6 nI I I 92
<br />INSTALL & i / \ s Q(:9 /
<br />_MAINTAIN ROCK X958.65 \ X961.52 _ X950.81
<br />� CONSTRUCTION \ o Proposed 962
<br />ENTRANCE 958 r� _T-956.64 0� i "-WO/Ioining
<br />�
<br />j \sem, \/ �: �... B-954.90
<br />✓ I jT- 958.38 �
<br />B-954.90 /
<br />ti� l S line of the N 40.001 T-957.31 !� I l -
<br />sof Lot 5, Block 6 �B-954.901 % -
<br />56.47 � J II 960 8.25 8.25
<br />= I . (125.25plot) i
<br />O Row of Lilacs 8921'18 E 125.41meos. X945.45
<br />N/ 4, 0 958.35
<br />'9S O: �- X
<br />-28.0 68921'18'E 125.44meos.
<br />6.
<br />_T_ o --- .w X956.88265 X957.61 9 18
<br />o --SS to Oy 0 p �. cb. 0 0. X938.71
<br />r000se4d F 9s) ^' 0` �`'� Oh 0�
<br />itumiit�si �\
<br />/OA, X N 6 -
<br />i �O 9S� 9 6 6� /J
<br />5 Oho OyF sr 2.66 O 4. � 14 "A � s�
<br />w Cs X 936 34
<br />0 20 40
<br />Feet
<br />X9,39.35
<br />r to +56. O8 ...
<br />-34••..�•993S,36 X937.87
<br />¢p 6 o
<br />Conc. Wolk (F 00 9S6�S Hoiwse(A) -i PProp
<br />ol ooD d is oo \� 9 4 rn
<br />Q) 6.50
<br />Qi
<br />Sloop(C) 0 o _Dc 7 .0°-� Edge of Woter,
<br />IQ
<br />AO Contilever(E) S 12:83 9� 9S� h� 1 +0 - - - - - - -
<br />CS
<br />1 0 27.0- N S8921'12'E 125.32 mens. (125.25 tot) / / � o
<br />rn 9 .-28.0-- 20.66 9 9S3S2'�C95 .J �_, I \ 1 \
<br />w
<br />zoo S,c� �,, 954 \ QRS 9s �I < 9"OAKj ti W \ \
<br />SF \ V � E '�� / Qin to \
<br />\ °� I \ \ h� X938.91
<br />�� \. \SE F / /
<br />so, SF F \� / / / 2 I \ \ k o
<br />0
<br />0 0 0 10 \ \ �ry 3778X
<br />�- SF S� \Xg5 / X942.68 /
<br />o O 0
<br />1,9604. J4 S.F. �N0
<br />'948 Benchmork: X941.38
<br />RR Spike in W'rty foce of PP a+ 938.99X \ \ >
<br />L� / Elevation=945.76 Feet X948.47 % X944.46 / 938 8.25 1 \
<br />o (N. o. V. D. 1988)
<br />l` 946 S8921'12 "E 125.25 / 0� 36 �. o
<br />i \ T_ 9 1 X 937 14
<br />1 Year /
<br />X944.64 j00
<br />apt j >. / \
<br />944 r load
<br />o�4 r 14 "OAK 942 4Sx F1� 938.58X
<br />Xg43 1ry v 39.9
<br />k2 939.9--�i\ v ��\ / 939 20X l�`'y6°` Fe�S // // o I CPO X937.62
<br />9 X938.56 I N o
<br />I v
<br />z jVl I I v
<br />8 Q
<br />937.51X
<br />of �oterl1
<br />\
<br />w 'opo GREEK �Edg / \ \ 936.93
<br />�+ / �9� -936 \ \
<br />k
<br />9
<br />0°' / / / / 7 l 1
<br />c= /
<br />T
<br />LLJ
<br />Wa{e
<br />oz 711.23 �Ed9e a , X 937 00
<br />\••._Property Corner
<br />falls in Culvert
<br />X9,35.91
<br />T_ -Inv 932.52\ _ - In v= 932.63
<br />.0
<br />48 CMP
<br />Property Description:
<br />�
<br />Y, Lots 6, 7, 8 and that part of Lot 5 lying South
<br />0
<br />°' X939.18= of the North 40 feet thereof, Block 6, BAYSIDE
<br />0
<br />ADDITION TO LAKE MINNETONKA, Hennepin County,
<br />4o Minnesota, according to the recorded plat thereof.
<br />EROSION PREVENTION PRACTICES:
<br />ALL EXPOSED SOIL AREAS (INCL. STOCKPILES) MUST BE STABILIZED. STABILIZATION MUST BE INI TIA TED
<br />IMMEDIA TEL Y TO LIMIT SOIL EROSION BUT COMPLETED IN NO CASE LATER THAN 7 DAYS /F DRAINING TO AN
<br />IMPAIRED WATER (14 DAYS /F NOT), AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE
<br />HAS TEMPORARILY OR PERMANENTLY CEASED.
<br />RAPID STABILIZATION SHALL BE MNDOT SEED MIX 22-111 (SPRING/SUMMER) OR 21-112 (FALL) @ 100
<br />LB/ACRE WITH MNDOT TYPE 1 MULCH @ 2 TONS/ACRE (D/SC ANCHORED) OR APPROVED EQUAL.
<br />STABILIZA TION MUST BE INI TIA TED IMMEDIA TEL Y BUT IN NO CASE COMPLETED LA TER THAN 7 DA YS /F
<br />DRAINING TO AN IMPAIRED WATER (14 DAYS IF NOT), AFTER THE ACTIVITY IN THAT PORT/ON OF THE SITE
<br />HAS TEMPORARILY OR PERMANENTLY CEASED.
<br />PERMANENT TURF RESTORATION SHALL BE SOD
<br />Proposed Elevations:
<br />Top of Foundation=954.83
<br />Garage Floor= 954.50
<br />Basement Floor= 945.59
<br />/HARD FACEOAD
<br />0 0 o Sa M/biMv
<br />> o 0 0
<br />6" MIN DEPTH
<br />1"-2" WASHED ROCK o
<br />GEOTEXTILE FABRIC
<br />UNDER ROCK
<br />ROCK CONSTRUCTION ENTRANCE
<br />5' MIN. LENGTH POST
<br />AT 4' MAX. SPACING
<br />GEOTEXTILE FABRIC
<br />FABRIC ANCHORAGE TRENCH
<br />DIRECTION OF BACKFILL WITH TAMPED
<br />RUNOFF FLOWo NATURAL SOIL
<br />- z
<br />- >
<br />z
<br />U.) o 6 I�
<br />N a m MIN
<br />M
<br />W
<br />SILT FENCE DETAIL
<br />SF -SF -SF -DENOTES SILT FENCE
<br />• O
<br />s-�
<br />O
<br />N
<br />C
<br />r0
<br />1
<br />LEGEND
<br />988
<br />denotes
<br />Existing Contour
<br />988.00 X
<br />denotes
<br />Existing Spot Elevation
<br />FF=989.36
<br />denotes
<br />Finished Floor Elevation
<br />1010
<br />denotes
<br />Proposed Contour
<br />1017.5 X
<br />denotes
<br />Proposed Spot Elevation
<br />U
<br />denotes
<br />Proposed Drainage
<br />-0-
<br />denotes
<br />Power Pole
<br />o
<br />denotes
<br />Sanitary Cleanout
<br />Qs
<br />denotes
<br />Sanitary Manhole
<br />0
<br />denotes
<br />Deciduous Tree
<br />ss
<br />denotes
<br />Sanitary Sewer Line
<br />ST
<br />denotes
<br />Storm Sewer Line
<br />oHE
<br />denotes
<br />Overhead Electric Line
<br />SF
<br />denotes
<br />Pre -construction Silt Fence
<br />�
<br />denotes
<br />Existing Culvert
<br />- -
<br />denotes
<br />Building Setback Line
<br />Fron
<br />t = 50'
<br />Side = 30'
<br />Rear = 50'
<br />Creek = 75'
<br />X9,39.35
<br />r to +56. O8 ...
<br />-34••..�•993S,36 X937.87
<br />¢p 6 o
<br />Conc. Wolk (F 00 9S6�S Hoiwse(A) -i PProp
<br />ol ooD d is oo \� 9 4 rn
<br />Q) 6.50
<br />Qi
<br />Sloop(C) 0 o _Dc 7 .0°-� Edge of Woter,
<br />IQ
<br />AO Contilever(E) S 12:83 9� 9S� h� 1 +0 - - - - - - -
<br />CS
<br />1 0 27.0- N S8921'12'E 125.32 mens. (125.25 tot) / / � o
<br />rn 9 .-28.0-- 20.66 9 9S3S2'�C95 .J �_, I \ 1 \
<br />w
<br />zoo S,c� �,, 954 \ QRS 9s �I < 9"OAKj ti W \ \
<br />SF \ V � E '�� / Qin to \
<br />\ °� I \ \ h� X938.91
<br />�� \. \SE F / /
<br />so, SF F \� / / / 2 I \ \ k o
<br />0
<br />0 0 0 10 \ \ �ry 3778X
<br />�- SF S� \Xg5 / X942.68 /
<br />o O 0
<br />1,9604. J4 S.F. �N0
<br />'948 Benchmork: X941.38
<br />RR Spike in W'rty foce of PP a+ 938.99X \ \ >
<br />L� / Elevation=945.76 Feet X948.47 % X944.46 / 938 8.25 1 \
<br />o (N. o. V. D. 1988)
<br />l` 946 S8921'12 "E 125.25 / 0� 36 �. o
<br />i \ T_ 9 1 X 937 14
<br />1 Year /
<br />X944.64 j00
<br />apt j >. / \
<br />944 r load
<br />o�4 r 14 "OAK 942 4Sx F1� 938.58X
<br />Xg43 1ry v 39.9
<br />k2 939.9--�i\ v ��\ / 939 20X l�`'y6°` Fe�S // // o I CPO X937.62
<br />9 X938.56 I N o
<br />I v
<br />z jVl I I v
<br />8 Q
<br />937.51X
<br />of �oterl1
<br />\
<br />w 'opo GREEK �Edg / \ \ 936.93
<br />�+ / �9� -936 \ \
<br />k
<br />9
<br />0°' / / / / 7 l 1
<br />c= /
<br />T
<br />LLJ
<br />Wa{e
<br />oz 711.23 �Ed9e a , X 937 00
<br />\••._Property Corner
<br />falls in Culvert
<br />X9,35.91
<br />T_ -Inv 932.52\ _ - In v= 932.63
<br />.0
<br />48 CMP
<br />Property Description:
<br />�
<br />Y, Lots 6, 7, 8 and that part of Lot 5 lying South
<br />0
<br />°' X939.18= of the North 40 feet thereof, Block 6, BAYSIDE
<br />0
<br />ADDITION TO LAKE MINNETONKA, Hennepin County,
<br />4o Minnesota, according to the recorded plat thereof.
<br />EROSION PREVENTION PRACTICES:
<br />ALL EXPOSED SOIL AREAS (INCL. STOCKPILES) MUST BE STABILIZED. STABILIZATION MUST BE INI TIA TED
<br />IMMEDIA TEL Y TO LIMIT SOIL EROSION BUT COMPLETED IN NO CASE LATER THAN 7 DAYS /F DRAINING TO AN
<br />IMPAIRED WATER (14 DAYS /F NOT), AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE
<br />HAS TEMPORARILY OR PERMANENTLY CEASED.
<br />RAPID STABILIZATION SHALL BE MNDOT SEED MIX 22-111 (SPRING/SUMMER) OR 21-112 (FALL) @ 100
<br />LB/ACRE WITH MNDOT TYPE 1 MULCH @ 2 TONS/ACRE (D/SC ANCHORED) OR APPROVED EQUAL.
<br />STABILIZA TION MUST BE INI TIA TED IMMEDIA TEL Y BUT IN NO CASE COMPLETED LA TER THAN 7 DA YS /F
<br />DRAINING TO AN IMPAIRED WATER (14 DAYS IF NOT), AFTER THE ACTIVITY IN THAT PORT/ON OF THE SITE
<br />HAS TEMPORARILY OR PERMANENTLY CEASED.
<br />PERMANENT TURF RESTORATION SHALL BE SOD
<br />Proposed Elevations:
<br />Top of Foundation=954.83
<br />Garage Floor= 954.50
<br />Basement Floor= 945.59
<br />/HARD FACEOAD
<br />0 0 o Sa M/biMv
<br />> o 0 0
<br />6" MIN DEPTH
<br />1"-2" WASHED ROCK o
<br />GEOTEXTILE FABRIC
<br />UNDER ROCK
<br />ROCK CONSTRUCTION ENTRANCE
<br />5' MIN. LENGTH POST
<br />AT 4' MAX. SPACING
<br />GEOTEXTILE FABRIC
<br />FABRIC ANCHORAGE TRENCH
<br />DIRECTION OF BACKFILL WITH TAMPED
<br />RUNOFF FLOWo NATURAL SOIL
<br />- z
<br />- >
<br />z
<br />U.) o 6 I�
<br />N a m MIN
<br />M
<br />W
<br />SILT FENCE DETAIL
<br />SF -SF -SF -DENOTES SILT FENCE
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<br />O
<br />N
<br />C
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